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RFM-14-2675�0� - :..- Miami Shores Village Building Department 0EC 09 Z014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 , Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 �` )b*?ni 4 ro/i� e d" FBC 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC 'Ar�f ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 1250 NE 96th Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-014-3900 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Fernando Crespo Phone#: 305-751 6666 Address: 1250 NE 96th St. city: Miami Shores State: FL Zip. 33138 Tenant/Lessee Name: Phone#: Email: fcrespo121@aol.com CONTRACTOR: company Name: Allied Roofing & Sheet Metal ne#: 954-4855922 Address: 2801 NW 55th Ct. Ste 5W City: Fort Lauderdale State: FL Zip: 33309 Qualifier Name: Robert Borowski Phone#: 954-4855922 State Certification or Registration #: CCC1325516 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 7T� Square/Linear Footage of Work: _12 0 y Type of Work: ❑ Addition N Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Re Roof L- 4 4, - Y Specify color of c r thru tile: r c h o c a Submittal Fee $ Permit Fee $�.J7ca� +� CCF $ic`"� W CO/CC $ Scanning Fee $ Radon Fee $ t � )V DBPRi$4, Notary $ Technology Fee $_ (��_ Training/Education Fee $ LL t X i Double Fee $ 00 Structural Reviews $ Bond $r`�«� 1� TOTAL FEE NOW DUE $ v� ° (Revised02/24/2014) 0 (r. Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding .$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection Ohich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a roved and a reinspection fee will be charged. Signature t* OWNER or AGENT The foregoing instrument was acknowledged before me this The fo day of 20 A� by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign•-� % �VALMIR�NEVESA�GRA,� Print ..$�'��i ��' s CONTRACTOR 9trument was acknowledged before me this of 20 l ¢ by as me or who has produced o is personally identification and who did take an oath. NOTARY PUBLIC: .;rPrint: Seal: -4 •� = Expires April 28, 2018 Seal: ,jni•, SwWedThmTMyfeinko"m90 m.7019 _LU APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building Departmem 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: P305k 751r.R579 ;OWNFRS'S AFFIDAVIT OF EXEMPTION sae U -T ji WA i i--A&1kiE:t-TWW W! 1DOUAUC RAITIf'- E 3' SITE M RETROFIT FOR EXIST' f %.F I It E. IST' 1-- RUILT RINIGILF FAMN V RP Slr`.Pk7T " f I—Q-1 RUICT 1199 Lgee E�uf!ding Depaft.mwlt mi -n-1 Sho'nes, c. 3.2138 Date: 11-11-14 Fernando Crespo Pr,o-,erll,!Addr,-,sc-:-125,0-N-E.,-96th-St.--,Mia-mi -S.hores,Ft -33-1-381---1--�1--l.---,"—.---- Dn"n;f.N 4! irr�h F. R 0 offln �g I .J.:.... : ... - e. fn rpt flf f fr� 1.qa1l, i--nne-f_-q -f M Q. celiNitha, amno; _ro_ mcf.c !6M;;i Ue'tg_cpa!;Ze: "V Th i On atta h f of tri �;_v V_ WV fl- wnf DL Ct On'C e 3ust vah n for the st. _cUre for p-turpose of �IA vavlorem 4; Xa4' M DO th r was constructed nc A;,17!o.".daB--,Id'.-nlC,..),4e�'FB h t e P,mvisions c f 9 cl d i tion of th e 'Snu th 1^^e. i✓H -d- 51LON�dl;-g Code 0:990-4 T:�T-T Pnnt Na-mme T h -a u-Jers' -Isa. -"h -eisth r4 nhy ane n + i ne, being the fimt d`uhil ssv!�jcrr., deposes- a"; yfs tha t f C!sh he oviner r the above pa rf ... tc —e t! VALMIR NEVES AGRA COMMIssion # FF 117368 Expires Aprfl 28, 2018 8nWrow troy Fay i wo4s&M at Lam N.-Fatary D=M�_c, !Z-te of r:71- r I -4e tax Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Previous Folio: 11-3206-014-3900 Property Address: 1250 NE 96 ST Owner FERNANDO L CRESPO &W KIMBERLEY N CRESPO Mailing Address 1250 NE 96 ST MIAMI SHORES, FL 33138-2554 Primary Zone 1400 SGL FAMILY- 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/1 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,864 Sq. Ft Lot Size 14,200 Sq.Ft Year Built 1954 Assessment Information Previous Price Benefit Year 2014 2013 2012 Land Value $270,244 $179,816 $171,345 Building Value $194,555 $194,630 $217,754 XF Value $20,686 $20,838 $26,731 Market Value 1 $485,485 $395,284 $415,830 Assessed Value 1 $401,213 $395,284 $415,830 Benefits Information Previous Price Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $84,272 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). (Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOTS 7&8BLK84 LOT SIZE IRREGULAR OR 23048-3417/24130-3184 0105 1 COC 24901-3505 09 20061 Generated On: 11/1/2014 Taxable Value Information Previous Price O ok Qalification Description Sale 2014 2013 2012 County 2008 and prior year sales; Qual by exam Exemption Value $50,000 $50,000 $50,000 Taxable Value $351,213 $345,284 $365,830 School Board $630,000 23048-3417 of deed Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value $376,213 $370,284 $390,830 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $351,213 $345,2841 $365,830 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $351,213 $345,284 $365,830 Sales Information Previous Price O ok Qalification Description Sale PageBook- 2008 and prior year sales; Qual by exam 09/01/2006 $810,000 24901-3505 of deed 2008 and prior year sales; Qual by exam 01/01/2005 $630,000 23048-3417 of deed 09/01/1993 $0 16067-3254 Qual by exam of deed 2008 and prior year sales; Qual by exam 05/01/1993 $212,500 15944-1656 of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version CHANTER 15, SECTION 11524 HIGH ITY HURRICANE ZONES REQUIRED OWNERS -NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope, As it pertains to this section, owner with the r it is the responsibility of the roofing contractor to provide the squired roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of ft Florida Building Code, Build standards of the industry for roofing system installations. Addition � govern the minimum requirements and addressed as part of the agreement between the owner and the, the contractor. ownershsitems Qiritials in the 11: rated space indicates that the item has been explained. Aesthetica -workmanship: The workmanship provisions of Chapter IS (High-V�ocity, Hurricane Intrusion performance standards, !ding the roofing system meets the wind resistance and wafer to wotfcmanshi Aesthetics (appearance) are not a consideration with respect P provhions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code should be addressed as and the contractor. part of the agreement between the owner Z• u ng wOOd decks: When replacing rooFing, filo exist! renalled in accordance with current nterg wood roof deck may have to be of the Florida BuAding Code, Buildln I T ei goof of Is usually concealed 9• ( 16 (ugh -velocity Hurricane zones) �� existing roof system.) y prior to Removing the S. Common roofs; .Common roofs are those which have no visible delineation between neighboring C units (le., townhouses, condominiums, etc.). in buildings with common roofs. g oring and/or owner should notify the occupants of acQocent units of rood the roofing contractor used COMM= Exposed, open beam ceilings are where the underside work be performed. be viewed from below. The owner may wish to maintain the architectural he roof decking can roofing nail penetrations of the underside of the appearance; therefore, provides the option of maintainingthis a decking may not be acceptable. The owner ppeomorlce. S Ponding wafer: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate)In low-lyingar of structural distress and may requithe revieof aprofessionaleas of lhe FOO-stru nr engine". bean indication shorten the life expectancy and performance of the new roof! gine". ponding may not be evident until the original roofing system is removed. d system. Ponding conditions may corrected. ding conditions should be 6. overflow scuppWS (wgll °inlets& It is required that rainwater flow off so that the roof is not Overloaded from a buildup of water, perimeter/edge walls or other roof extensions may block this ��discharge if overNow scuppers wall outlets) are not provided. If may be rases overflow scuppers fi accordance with the requirements of: Chapters 16 and 16her.,Qn and the - Florida Building Code, plumbing. — 7. Venlilaillon: Most roof structures should have some ability to vent natural airflow through the not be reduced. Interior of the structural assembly (the building itself). The existing amount of attic ventilation shall ceplton: Attic spaces, designed by a FWdp-Itcensed engineer or registered architect to eliminate er's/Agent's Signature l Dat Caw,rf,,t' •or, r Fdren AB -326 (Page 2 of 7) New 3/ 16!09 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224778 Permit Number: RF -12-14-2675 Scheduled Inspection Date: January 09, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: CRESPO, KIMBERLY AND FERNANDO Work Classification: Tile Job Address: 1250 NE 96 Street Miami Shores, FL 33138- Phone Number (305)757-0735 Parcel Number 1132060143900 Project: <NONE> Contractor: ALLIED ROOFING AND SHEET METAL, INC. Phone: 954-485-5922 Building Department Comments RE -ROOF TILE TO TILE INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 08, 2015 For Inspections please call: (305)762-4949 Page 7 of 17 RE: Permit # RF -J1- Iq" A75 - Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: i a- Ia- AO 1 9060 licensed as a (n) Contr or / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CCC 139 5516 On or about pec ber wk A019 , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 19,50 til; q6 51fee+ Hldm', Sko(rls A 33)`SS (Complete Job Site Address) Based upon thatexaminat' n I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 554 F.S), Signature State of Fl9tida County of,,Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this C A A day of T 2c m Ger J01q a°`,"•R*6A�% Notary Public, Sate of Florida at Large _ ✓1 r , r �� C MARLIN FRYDRYCH * My COMMISSION# FF 025641 17 000 9d Thry IWO NOtery 3XPIRES: June 10, #ry c s ¢�rR *General, Building, Residential, or Roofing Contractors /individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the depection Revised on 5/21/2009 1 AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization # 8131 Tel: 954-245.8976; Fax: 954.301.7776 5230 NE 18 Avenue Fort Lauderdale, FL 33334 1/9/2015 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Allied Roofing Inc. Test Date: 1/9/2015 Permit # RF12-14-2675 tCrespo Residence Property Address: 1250 E 96 Street, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 in 12 Boral Roof Tile 32.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number: 243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 12.00 sq 12 As per FBC 2010 Passed Field Area: 20.00 sq 20 As per FBC 2010 Passed No. of Corner: 16 16 As per FBC 2010 Passed Ridge Areas: 70 pcs 7 As per FBC 2010 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. ACB2 E�g)�j4ring Inc. (NOA 09-1005.01) Antoni Acevedo, PE Fla. Reg. No: 36466 � j2oQ ACB2 Engineering Inc. Engineering and Laboratory Services 5234 NE I e Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-777+6 9 T �-- r T 7` '7 t. 9 A4CC>RE0CERTIFICATE OF LI) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONI CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMENI BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITI REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. if the certificate holder is an ADDITIONAL INSURED, th, the terms and conditions of the policy, certain policies may require an certificate holder in lieu of such endorsement(s). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. O. Box 1927 Pompano Beach FL 33061 INSURED Allied Roofing & Sheet Metal, Inc. 2801 N W 55th Court 5W Ft Lauderdale FL 33309 1131 L ITY INSURANCE IDATE (MIII 11/19/2014 .Y AND CONFERS .NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS I, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES. ITE A CONTRACT BETWEEN THE ISSUING INSUREII AUTHORIZED p011cy(les) must be endorsed. If SUBROGATION IS WANED, subject to indorsement. A statement on this certificate does not confor rights to the IME: Deni as Page, PHONE (954) 943-5050 FAX E-MAILR. (954) 942-6310 denise@furmaninsurance..com INSURER AFFORbING' COVERAGE NAIL # INSURER A. -Colony Insurance Cc 9993 INSURER B:Philadel hia Indemni Ins Co 18058 INSURERCBrid field Employers Ins Co 0701 INSURER DAtlantic S cialt Insurance Co 7154 INSURER E: cuVIzlI IN ERP` CERTIFICATE NUMBER:14-15 Renewal REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,:THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. T TYPE OF INSURANCE AM U POLICY EFF PO ICV EXP GENERAL UAB PIDUCYNUMBER MM/DD Y LIMITS j{ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1, 000 , 00, DAMAGE TO -RENTED A CLAIMS -MADE' ISE Ea Irrence $ 100 100, OCCUR 03GT.000673200 0/20/2019 1.0/20/2015 ,.c —1. --' LIMIT APPLIES PER: AUTOMOBILE LIABILITY B x ANY AUTO AlLOWNED X SCHEDULED AUTOS AUTOS x HIRED AUTOS AUTOSW"ED UMBRELLA LIAR OCCUR EXCESS LIAB CLAIMS -MADE DED RETENTION C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICERIMEMBEREXCLUDED? IN NIA (Mandatory in NHI D lInstallation Floater aone peT) $ 5,00 &ADVINJURY $ 1,000,00 GGREGATE $ 2,000,00 COMPIOPAGG s 2,000,00 $ BODILY INJURY (Per person) $ :1248048 10/20/2014 0/20/2015 BODILY fNJURY (Peracadent) $ P rPER accident) AMAGE $ PIP $ EACH OCCURRENCE $ AGGREGATE $ $ $ TUTTH- E.L. EACH ACCIDENT $ ER 43296 10/20/2019 10/20/2015 E.L. DISEASE - EA EMPLOYE11 s 30020002 I 10/20/2014 �0/20/2015I $100.000 as Jobs; $25,000 Temporary $25,000 Transl; $1,000 Ded 2% Wind/; DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) RE: CCC13 25516, Roofing Contractor. GEIiTIFICATE HOL (305)756-8972 City of Miami Shores BuildingDivision 10050 N.E. 2nd Avenue Miami Shores, FL 33138 ACORD 25 (2010/05) Itucrole,.,. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE DeJong/DP C 1988-2010 ACORD CORPORATION. All rights reserved. • — " " +++.. name mnn 1nnn Ara rernietCrnel merire of Ar.nRr1 WIDA00d 060:L0 PLOZ U AON :Xed ONId00d 031114 judgment and knowledge of locallregional wage scales can provide additional guidance to determine reasonable labor rates for professional trades (i.e. electricians, plumbers, block masons, framing, HVAC). SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE 199MI501*4 (Please check off each line) DEC 0 9 2014 ...... Q.5L ALL STRUCTURAL ELEMENTS INCLUDING: Spread or continuous foundation footings and pilings Monolithic or other types of concrete slabs Bearing walls, tie beams and trusses Wood or reinforced concrete decking or roofing f I Floors and ceilings Attached decks and porches Interior partition walls Exterior wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings Windows and doors CRRe-shingling or re -tiling a roof [ I Hardware ALL INTERIOR FINISH ELEMENTS, INCLUDING: Tiling, linoleum, stone or carpet over sub -t ooring Bathroom tiling and fixtures f J Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or other decorative finishes) Kitchen, utility and bathroom cabinets Built-in bookcases, cabinets and fumiture Hardware ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING: HVAC equipment Repair or reconstruction of plumbing and electrical services Light fixtures and ceiling fans Security systems Built-in kitchen appliances Central vacuum systems Water filtration, conditioning or recirculation systems ALSO: Labor and other costs associated with demolishing, removing or altering building components Overhead and profit M = f*1:_T4;_4iR R I al; i c Plans and specifications Survey costs Permit fees Debris removal, (e.g., removal of debris from building or lot, dumpster rental, transport fees to landfill and landfill tipping fees), clean-up (e.g., dirt and mud removal, building dry out, etc) items not considered real property such as: throw rugs (carpeting over finished floors), furniture, refrigerators, appliances which are not built-in, etc. K41k4 qRMVR" Landscaping Sidewalks Fences Yard lights Swimming pools\spa Screened pool enclosures Sheds Gazebos Detached structures (incl. garages) Landscape irrigation systems Docks and Davits Seawalls Driveways Decks IT REQUIRED TO g"LUAT9 YOUR APPLICATION APPLICANT MUST SUBMIT ALL OF THE FOLLOWING (please check off each item): 1. Completed and signed application for substantial damage/improvement review (included in this package). 2. Elevation certificate if property is located above base flood elevation. 3. Property Owner's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 4. Contractor's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 5. Estimated Cost of reconstruction/improvement form (included in package) and all required backup. Include subcontractor's bids and itemized cost lists (see footnote on Cost Estimate Form). 6. This checklist. 7. Copy of construction contract. If the owner is the contractor, submit all subcontractor bids to document the cost estimate. OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Property Address: 1250 PF 16 eCY-e Property Owner's Name: � Property Owner's Address: I ?..SO AIE q6 TT Property :: -T - Property Owner's Phone Number: Contract 664 C4 le2rdr, Contractor'2�( — --,�%Address: A&) IF,.,q1;y c 0, e Contractor's Phoma umber: 491Gq?Z Flood Zone BFE Lowest Floor Elevation (Excluding garage or carport) Ch?tk one of the following: V, am attaching a State Certified Appraiser's report, valuing the structure at: L Ct �k 555- [ J I 55- I am not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by the County Property Appraiser's Office. SIGNATURES: Contractor: Date: Date: SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Contractor's Phone Number: r (? / eL q -C; - �ae7 2 Contractor's State Registration or Certification Number: Contractor's We Registration Number (if applicable): I hereby attest that 1, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work, will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AAA SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF r 10TIda COUNTY OF Before me this day person ppeared n who, being duly sworn, dee9ses and says at he/she has read, understands, and agrees to comply with all the to and su ribed before me this _ day of I w4ber- , 20_ft . ......... . MARCINFRYDRYcH Notary Public State of: argil Fr r * * MY COMMISSION AFFOX41 My commission expires: POlot EXPIRES: June 10, 2017 N�rsOF,�ap*°F 6044 Am GU490 NMg sorvkes SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE I PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: Ale? Contractor's Name: Property Owner's Name - Property Owner's Address. Z �7 Property Owner's Phone Number: I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return the structure at least to the "before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT 1, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF COUNTY OF Before me this day personally appeared /V1 who, being duly sworn, dies and says that he/she has read, understands, and agrees to comply with all the I qu before me this O� day of My commission expires 1YALMlRNEVES AG- R– A0C0MMI$SiW#FF1i73–W Expires AA 28, 2018 SAW ft Troy Fain Mmum 800 V— Molq Cost Estimate of Reconstruction / Improvement Application Number Date Address ff Z7 Z W,—'A z-7 C; av f . This ant estimate of reconstruction/improvement must be prepared by and signed by the contractor or by the owner If the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they Intend to perform. Sub -Contractor Bids Contractor or Owner Estimates Bid Amounts (see note "D") Material Costs 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor (rough) 4. Roofing 5. Insulation and Weather-strip 6. Exterior Finish (stucco) 7. Doors, Windows & Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11, Cabinets (Built-in) 12. Floor Covering 13, Plumbing 14. Shower/Tub/Toilet 15. Electrical & Light Fixtures 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit yr �P� .s 23 9'q�� Property Search Application - Miami -Dade County http://www.mianiidade.gov/propertysearch/indexhtml#/report/summary i y y Summary Report Property Information Folio: 11-3206-014-3900 Property Address: 1250 NE 96 ST Owner FERNANDO L CRESPO &W KIMBERLEY N CRESPO Mailing Address 1250 NE 96 ST MIAMI SHORES, FL 33138-2554 Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/1 Floors 1 Living Units 1 Actual Area Sq. Ft Living Area Sq. Ft Adjusted Area 2,864 Sq. Ft Lot Size 14,200 Sq. Ft Year Built 1954 Assessment Information Year 2014 2013 2012 Land Value , 44 179,816 $171,345 Building Value $194,555 $194,630$217,754 Sale XF Value 86 $20,838 $26,731 Market Value $485,4851 $395,284r $415,830 Assessed Value 1 $401,213 $395,284 $415,830 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $84,272 Sale Taxable Value Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOTS 7&8BLK84 LOT SIZE IRREGULAR OR 23048-3417/24130-3184 0105 1 COC 24901-3505 09 2006 1 Generated On Taxable Value Information Previous 2014 2013 County Exemption Value $50,000 $50,000 Sale Taxable Value $351,213 $345,284 09/01/2006 School Board Exemption Value $25,000 $25,000 Taxable Value $376,213 $370,284 $630,000 City Exemption Value 1 $50,000 $50,000 Taxable Value 1 $351,213 $345,284 16067-3254 Regional Exemption Value $50,000 $50,000 2008 and prior year sales; Taxable Value $351,213 $345,284 exam of deed Sales Information Previous OR Price Qualification Descri Sale Book -Page 09/01/2006 $810,000 24901-3505 2008 and prior year sales; exam of deed 01/01/2005 $630,000 23048-3417 2008 and prior year sales; exam of deed 09/01/1993 $0 16067-3254 Qual by exam of deed 05/01/1993 $212,500 15944-1656 2008 and prior year sales; exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Ap I of 2Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http,.//www.miamidade.gov/info/disclaimer.asp 10/27/2014 4:38 PM Allied Roofing & Sheet Metal, Inc. 2801 NW 55 CT Bldg 5W Fort Lauderdale, FL 33309 Phone: (954) 485-5922 Fax: (954) 485-5912 License #CCC1325516 GC #CGC1507049 alliedroofingfl.com AtAllied Roofing And Sheet Metal To: 09/23/2014 Fernando Crespo 1250 Ne 96th Street Miami Shores, FL 33138 Tile Reroof JOB: PRJ #5773:Fernando Crespo RR 2014 ADDRESS: Crespo, Fernando Residence 1250 Ne 96th Street, Miami Shores, FL 33138 Allied Roofing & Sheet Metal proposes to do the following work: Thank you for allowing ALLIED ROOFING AND SHEET METAL to inspect and quote the following re -roofing system at the above referenced location. We will provide labor and materials for the roof project and propose to do the following work as per the roofing specifications below. Scope of work for sloped roof replacement with concrete tile, flat roof are not included. Provide and install safety and protective equipment including but not limited to driveways, garage doors, windows, etc. Remove and discard all water diverters (if any) and gutter system in order to inspect roof perimeter fascia wood for any potential weak points. Remove the existing roof to the wood decking; clean the surface free of all dirt and debris, to a smooth workable surface. Remove all debris to legal disposal facility using our equipment. Includes replacement of up to 96 sf of rotted decking at no charge (condition of wood to be replaced is to be determined by the contractor). If any additional bad/rotted wood is found it will be replaced at $2.50 per sf of plywood decking and $4.50 per lineal foot for fascia, trusses, rafters, or board (T&G) decking. If fascia is cedar wood add $4.00 per lineal foot. All replaced n exp + wood will be painted with primer. First 30 lineal feet of fascia included in price. Initial Re -nail existing deck to meet current building codes using 2.5" ring shank nails. Provide and install 6" strips of self adhered modified on all roof penetrations for additional protection. One ply of ASTM D226 30 # base sheet shall be installed with Metro -Dade approved tin tags and 1.25" ring shank nails. We will install two layers in all valleys. All penetrations will be flashed according to manufacturer's specifications. All lead plumbing stacks, vents and drip edges shall be removed and replaced with new. Drip edge 3" x 3" to be made of 26 gauge galvanized metal, color white, brown or mill finish with returned edge for better performance in windy conditions. Provide and install rodent protection on all soil stacks and penetrations. Install 26 gauge galvanized G90 18" valley metal per current building code. Prime all metal surfaces before hot moping with asphalt primer. ... "Old World craftsmanship with today's technology' ... Allied Roofing & Sheet Metal, Inc. 2801 NW 55 CT Bldg 5W Fort Lauderdale, FL 33309 Phone: (954) 485-5922 Fax: (954) 485-5912 License #CCC1325516 GC #CGC1507049 alliedroofingfl.com Provide and install single layer 90 -Ib set in hot asphalt at the rate of 30-35 Ib per 100sf. Or utilize Self Adhered SBS Modified whichever is preferred. We will back nail membrane to prevent slippage. Provide two layers of membrane in all valleys. Provide and install new Entegra Estate or Bella or 13" flat, Boral Villa 900,13arcelona 900, Saxony 900,Hanson Regal or Hacienda or Chalet Shake, Eagle Malibu or Capistrano or Bell Air. (Standard Category 1 colors) Tile to be installed with medium size paddies of Polyfoam AH 160. System to be applied to meet manufacturer's specification and local building codes. It should be noted that when choosing flat tile it may result in a non favorable, uneven appearance due to the structural integrity of existing wood deck. Provide and install new hip and ridge metal reinforcement where ridge tile will be foamed down, cement (point) around tile as needed. Cement will be tinted to match tile. - Paint all roof vent penetrations and soil stacks. All integral flashing and trim to mate. All fasteners, sealants and closures. Provide metal eave closures on perimeter of house. (color to be chosen by owner) Taxes, delivery, hoisting and setup included. All the above complete with manufacturer's warranty (tile Lifetime) and our seven (7) year watertight warranty. All work to be completed in accordance with or to exceed the current building code. We will pull permits and schedule inspections with the city building department. Permit fees are included in the contract price up to $250.00 along with all taxes. We will notify owner of commencement date so that vehicles in the immediate area can be moved prior to re -roofing. We will not be responsible for vehicles parked close to the work area. Dust and/or dirt may enter building during re -roofing; interior should be covered for protection. Owner must allow access. We will exercise caution when accessing property; however, we will not be responsible for lawn, driveway, sidewalk or pool damages. Pre- construction meeting. Prior to scheduled commencement of the roofing installation and associated work, we will conduct a meeting at the project site with the contractor, owner, or any other party involved directly in project. Purpose of this meeting is to lay construction schedule, set up and operations involved in roofing project. Upon completion of project this system bears Underwriters Laboratories rating for roof slopes indicated UL Class A. Al materials used on project are Metro -Dade approved. Exclusions: Furring; Shimming; Nailers; Substrates; Phasing of our work; Code upgrades; Custom Colors; Relief or saw cuts; Framing of supports; Engineering or special testing, any insulation below roof system. Insurance: We are fully covered by workman's compensation, public liability and property damage insurance. A certificate of insurance is available upon request. ... "Old World craftsmanship with today's technology"... F Allied Roofing & Sheet Metal, Inc. 2801 NW 55 CT Bldg 5W Fort Lauderdale, FL 33309 - Phone: (954) 485-5922 Fax: (954) 485-5912 License #CCC1325516 GC #CGC1507049 alliedroofingfl.com AtAlluied Roofing And Sheet Metal Note: Material prices are subject to change due to the uncertainty of the current market and rising costs from manufacturers and suppliers. Quote price valid for thirty (30) days. TERMS: $1,000 Deposit; 30% Upon Starting; 40% upon file delivery; balance due upon completion. You, the buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. If you the buyer wish to cancel this transaction after your right to cancel has passed, you the buyer shall pay Allied Roofing & Sheet Metal, Inc. liquidated damages of $1,000.00 plus any Costs incurred. I, the undersigned owner and/or owner's agent do herby authorize Allied Roofing & Sheet Metal, Inc. to furnish all labor and materials required to complete the work according to the specifications, terms, conditions and hold harmless agreement on the front and back of this proposal and contract, for which we agree to pay amounts itemized above. Upon acceptance please sign and return with deposit check to our office. We accept Visa and Master card. MOTE: Effective -October 1, 2007, new hurricane mitigation retrofits for existing site -built single family residential homes states that homes exceeding $300,000.00 in appraised or insured value (Wind Bome Debris Regions Only as prescribed in section 1609.2 of the Florida Building Code) will be subject to a mandated roof -to -wall (hurricane strapping) retrofit. Whereas roof -to -wall connections will be improved (if existing connections do not comply) to comply with section 201.3. Mandated retrofits shall not be required beyond a fifteen percent increase to the cost of re -roofing. If your home triggers this retrofit, estimates and options will be discussed before any work begins on your re -roofing project. NOTE: Effective July 1, 2008 new hurricane mitigation retrofits for existing site -built single family residential homes states that when any activity requiring a building permit for which the estimated cost is $50,000.00 or more (Wind Bourne Debris Regions Only as prescribed in section 1609.2 of the Florida Building Code) and equals or exceeds $750,000.00 in insured or appraised value the opening protection is required within the Florida Building Code, Building or Florida Building Code, Residential for new construction shall be provided. If your home triggers this retrofit, estimates and options will be discussed before any work begins on your re -roofing project. Requirement 1: Hurricane Mitigation Retrofits As Required By CS/HB 7057: The provisions contained in a new Florida law (CS/HB 7057) that require specific retrofits to certain single-family homes has gone into effect as of October 1, 2007. Sections 101 of the Rule outline the retrofit requirements for existing site -built, single family residential structures. .-. "Old World craftsmanship with today's technology"... Allied Roofing & Sheet Metal, Inc. 2801 NW 55 CT Bldg 5W Fort Lauderdale, FL 33309 Phone: (954) 485-5922 Fax: (954) 485-5912 License #CCC1325516 GC #CGC1507049 alliedroofingfl.com Section 101.2 of the Rule provides that when a roof is replaced on a single-family residence located in the wind-borne debris region of Florida, that has a structure value of $300,000 or more (either insured value or tax value), and the structure was built prior to the implementation of the Florida Building Code (March 1, 2002): a) Roof -to -wall connections shall be improved as required in Section 201.3 of the Rule. b) However, these mandated retrofits of the roof -to -wall connections shall not be required beyond a 15 percent increase in the cost of the roof replacement. c) Where complete retrofits of all the roof -to -wall connections, as prescribed in Section 201.3 would exceed 15 percent of the cost of the re -roofing project, the priorities outlined in Section 201.3.5 of the Rule shall be used to limit the scope of work to the 15 percent limit. Section 201.2.5 Priorities for mandated roof -to -wall retrofit expenditures. For houses with both hip and gable roof ends, the priority shall be to retrofit the gable end roof -to -wall connections unless the width of the hip end is more than 1.5 times greater than the width of the gable end. Priority shall be given to connecting the corners of roofs to walls below where the spans of the roofing members are greatest. ** Price includes any discounts or coupons that are out in this area at the moment.** PRICE $23,998.00 ALTERNATES: Provide and install additional insulation to reach R 19 on attic (spray on loose insulation). of living area (AC area). PRICE: $2,250.00 Initials/f Sun light tunnel 10" including inside trim work installation. PRICE: $950.00 Initials ,`o Provide and install higher quality tile underlayment felt (SBS Modified) and extend warranty to 12 years. PRICE: $1,500.00 Initials ... `Old World craftsmanship with today's technology"... Allied Roofing & Sheet Metal, Inc. 2801 NW 55 CT Bldg 5W Fort Lauderdale, FL 33309 Phone: (954) 485-5922 Fax: (954) 485-5912 License #CCC1325516 GC #CGC1507049 alliedroofingfl.com AtAllied Roofing And Sheet Metal Provide additional amount of PolyFoam AH 160 under tiles for extra wind resistance. / PRICE: $986.00 Initials 1114 Upgrade tiles to color category 2 or cat 3 for $885 PRICE: $576.00 Initials AM Provide and install new O Hagin vent as per FBC requirements. Please view web site calculator http://www.ohagin.com/calculator.asp in order to determine amount of vents. n PRICE: $150.00 Initials �)': Total cost of improvements $� -oOe'd By: Val Agra 0"' ' UKr Allied Roofing $ Sheet Metal '?r a Iia ' 11 1 AA%SOC1, a 11lion 01 Sau[h Flr,r r ... "Old World craftsmanship with today's technology"... A IZ� 4 — 2fo 75 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition2010 CITY High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General infioff ation.) Master Permit No.., p Process No.—MY Contractor's Name �2 obtq • Job Address-125-0— ROOF ddress M ROOF CATEGORY 0 Low Slope 0 Mechanically Fastened Tile MortarlAdhestve SmtTil 0 Asphaltic Shingles 0 Metal Panel[Shingles 0 Wood. Shingles/Shakes I 15.34 6060.• • • • 6666.• 6066.• •9.99 0000. 06.9.0 • 96••.9 .9.6.6 9 • 2010 FLORIDA BUILDING CODE — BUILDING • i e j Omni mminummliffilm mm mminummilima. 001 1®oI mminummmommm !•11rfIEreOAtI■r■wo maammommommum 15.34 6060.• • • • 6666.• 6066.• •9.99 0000. 06.9.0 • 96••.9 .9.6.6 9 • 2010 FLORIDA BUILDING CODE — BUILDING 16.36 Roof System Manufacturer: Notice of Acceptance Number: 3rd 7 3 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations �1 • TI- P2: P3• 0000.. 0000.. 00 0.. . . 0 0 . .. 9000. ....... 0000. •00. 0000 . . . . ... 0000 0000 **Sao 0 .... ry� ( _..._ •_ .`. ..,-. Deck ype: 000900 ... .......... �. Type Underlayment: , _ �� 6 0 • • • • • 0000.. Roof Slope. Insulation: �� 0 __.._�....�_ 0000 Fire Barrien i � r S Ridge Ventila n 3 Fastener Type & Spacing: i hesis�e6T -- Type - Type cap. P,_ Mean Roof height 1 a._ _ Roofic�ie s14 Type a Size 6 . Dry Edge, ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 _ Design Pmssure w High-Veltielty iurricane Zone UnNarm Permit Application Focm. analysis prepared byMbased onASCE? Mean Roof Height For Moment based tile systems, choose tinter Mediod I or 2. Compare tie values for Mr with the values from MF If tbe.M(values we greater am or t r Job site equal to the Mr values, for each area of the roof thea the tiie nnachment method is acceptable. a Roof Slope Aerodynamic Multiplier 8 2 Method I "Moment Based 711e Calculations Per RAS l2T' ------- ; (Pl: x ? } - Mgi = Mrt Product Approvai Mt Product Approval (P2: x I = ) - Mg: = K_; Product Approval Mr Mf Product Approval (P3: x x _ i Mg: = Mr3 .. Product Approval Mf Required Moment Resistance MR€ Method 2 "Simplified Tile Calculations Per Table Be Minimum AttachmattResistance Repired Moment of Resistance (Mr) Fran Table Below Product Approval Mf Product Approval Mr required Mtament Resistance* ......,�---_. Fr Calculated llAext Roof Naght –> Average Tile Weight 3 i ROW Slope , 2tr 30' 4W Product Approval All calculations must be submitted to the building official at the time of permit application. 2:12 34.Q 36.5 36.2 39.7 1 42.2 3:1i 34.4 36.0 $7.4 32.8 s••••• •••�•• 4.12 30.4 32.2 ' 33.8 _ 551 • • 37.6 0 • • ; 5:12 28A 30.1 _' 91.8 32.8 ••• tl • •• •••3•• 6:12 28.4 1 28.0 l 28.4 3U •••j • i••i•i ••••• • • 7:12 24.4 L 259 27.1 28.2 �•• 306 is 0000 09040 *Must be used in conjunction with a list of moment based the systems endorsed b the Broward Count Board of Rules J Y Y Y and wtaais• • • • • • i • • • • { • 09 ForUphli based file system use Method 3. Compared the values for F' with the values forFr If the P values are greater than or@" 10M Fr values, *0:0 ••• E : - for each area of the roof, then the the attachment method is acceptable. :00:0: Method 3 "Uplift Based Tile Calculations Per RAS l2T' • • : • • • : • • • • • • • • • • • x L x w: �_) - W: x cos 8 = Frt Product Approval F' ; • . t • i • • • • i • • ! • « (P2: ___ _ .. x L _-- = x iv: _ _) - Wt x cos8 = Fx2 Product Approval 17 ' • , • • • • « (P3:, x L = x w: = t - W: x cos E = F,3 Product Approval F' • a Y _ pescriptign wide find , _ Design Pmssure PI orP2arP3 _ RAS 127Table lorbyanettgineering analysis prepared byMbased onASCE? Mean Roof Height H t r Job site i a Roof Slope Aerodynamic Multiplier 8 2 l Job Site i product Approwai ------- Restoring Moment due to Gravity "M Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance MR€ Calculated Minimum AttachmattResistance _ Fes' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimen leng L = dtsions W = width Product Approval All calculations must be submitted to the building official at the time of permit application. • r +i w i 2010 FLORIDA BUILDING CODE — BUILDING 15.37 CHAt"YIER 15. SO=N 1525 HiGH VELOCITY HURRICANE ZONES RMWRED OWNERS -NOTIFICATION FOR R0014NG CONSIDERATIONS 152CI Scope. As it pertains to this section. it is the respordAty of the roofing contractor to provide the owner with the required rooting permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of it* FWdo MCMV Cocom, 8 cit govem the mb*Yp rn requirements and standards of the industry for roofing system h0o lations. Additionally, the following items &xxAd be addressed as part of the agreement between the owner and the contractor. The owner's initials in the ,00ed space indicates that the item has been w pkrirled. 1. Aegthettcs-WodMW M4x The worivianship provisions of Chapter 15 (Nigh -Velocity Hurricane Zone) are for the purpose of providing the roofings system meets the wind resistance and wafer Intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural +appearance, that are not part of a zoning code *ouid be addressed as part of the agreement between the owner f e , and the contractor. • 0 0.0 0 2. Renallirtg wood decks: when replacing rooting, the existing wood roof Jo w;W hatq to be rennaied in accordance with current provisions of chapter 16 (Nkjh-ve" u rrican4 ) of the Florida 8uWdtng Code, budding. (The roof deck is usually conceal % Removingthe -Ltexisting roof system.) 100.010 • i Common roots:. Common roofs are those which have no visible dednee igA between r units (ie., townhouses, condominiums, etc.). In buildings with common roofs. -Mb rooflng10c+or10tract _ and/or owner should notify the occupants of a* cerd ifs of rooikv wok tot* pedorgd& ` 4,Exposed a~ 15 posed. open beam ceilings are where the underside.e the roof ddtacttgg can be viewed from below. The owner may wish to maintain the architeckwco crppecuance. therefore rooftr� nag penetrations of the underside of the decking may not be acc ppt". The owner provkles the option of mdntdning this appeaamce. 10 PwdbV wafer: The current roof system and/or deck of the btdk V may ;at dr web aWlsay cause water to pond (accumulate) In low -tying Areas of the roof. Ponding can be an Wagation of structure distress and may require the review of a professionai struckxd enginw. Pond mq shorten the Re expectancy and performance -of the new roofing system. Ponding conditions may F-�not be evident until the original roofing system Is removed. Ponding conditions should be corrected. & Overflow scuppers (wall wAetst It is required that rainwater flow off so that the roof is not overloaded frorn a buildup of water. Pester/edge wdis or other roof extensions may block this discharge If overftow scuppers wan outlets) are not provided. It may be necessary to instal r overflow scuppers In accordance with the requirements of. Chapters, 16 and 16 hen and the t�, Florida BulldkV Coate, Plumbing. 7. Vein: Most roof structures *xxAd have some ability to vent natural airflow through the - interior of the structural asserr"y (the budding itself}. The existing am amt of attic ventilation shas not be reduced. 1000a 0 10 ...1010. 1010.... 1010... 10101010• .000 101010..10 .101010.10 eplim Attic spaces, designed by a Fiorida-licensed engineer or registered architect to ellminais the attic venting, venting shall not be required. f r' 'sl "nt's Signature Dat Co l or, ' ForRn AS 326 (Folie 2 of 71 Now 3116m ,r- IA1~I MIAMI-DADE COUNTY (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to haye this PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 suspend the use of such product or material within their jurisdiction. RER reserves the right-"Vmke thi's aoaeptanceR...:. T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economy Boral Roofing, LLC This product is approved as described herein, and has been designed to comply with the FlorWguilding Mae 7575 Irvine Center Drive, Suite 100 ...... . .. including the High Velocity Hurricane Zone of the Florida Building Code. • .. .. Irvine, CA 92618 .... SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to haye this product or material tested for quality assurance purposes. If this product or material fails to perfolam in thOlattepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediate'lyrevoke, modify4i or suspend the use of such product or material within their jurisdiction. RER reserves the right-"Vmke thi's aoaeptanceR...:. if it is determined by Miami -Dade County Product Control Section that this product or mateMt f8its to meet the • �; .... .... requirements of the applicable building code. . . This product is approved as described herein, and has been designed to comply with the FlorWguilding Mae ...... . .. including the High Velocity Hurricane Zone of the Florida Building Code. • .. .. ..... .... ...... DESCRIPTION: Saxony 900 Concrete Roof Tile • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following*000 statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Cateeory: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Tyne: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product • Applicant Dimensions Specificationses r6609*6 i tion • • • • • • • Saxony 900 -Slate 1= 17" TAS 112 Flat profile, inte�jQ�)ii�ig, higlj pt �ssare w = 13" • • • • extruded concrete roof file equipped with thickness = 1-5/32" • • two nail holes. Fox direct deck."batteneV * * 0: nail -on, mortar set- er edhesive cot, - ..... applications. 00:**: • • 00000 Saxony 900 -Split 1= 17" TAS 112 .. .. ....... Flat profile, inte�lpg, high-prj*.ssure. • •. Shake w = 13" extruded concr& robf2ile equipped with .... • thickness = 1-9/32" two nail holes. For direct deXo*r flattened nail -on, mortar set or adhesive set • • • applications. Top surface avaitable in 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Saxony 900 -Shake 1= 17" TAS 112 Flat profile, interlocking, high-pressure w = 13" extruded concrete roof tile equipped with thickness = 1-9/32" two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Trim Pieces Length: varies TAS -112 Accessory trim, boosted Barcelona, concrete Width: varies roof pieces for use at hips, rakes, ridges and varying thickness valley terminations manufactured for each tile profile. NOA No.: 13-0723.05 p MIAMI•DADECOUNTY Expiration Date: 04/26/17 IIII�•••� ��I Approval Date: 09/26/13 Page 2 of 10 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL. 2.2 EVIDENCE SUBMITTED: Test Agencv Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Test Identifier 7161-03 Appendix III 94-084 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631-01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109-1 520111-4 520191-1 Test Name/Regort Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Date Dec. 1991 May 1994 March, 1994 Feb. 1995 000000 • • • Feb. •1995 •• • .. 0000.. .. 0000.. 0000.. • •• 0000.. • •Marco,,JJTJ .. 0000 0000 000000 0 0000% .0000. 0000 0 0000. 000000 0 0 .00000 0 000000 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 0 0 .00009 0000.. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test . 0 in accordance with TAS 112, appendix `A'. Such testing shall be submittea;trthe 4ui1ding Codes..•. Compliance Office for review. 0000.. . 0000.. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Ap ons S&MAds listed • section 4.1 herein. ... 0000 0000. • • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular too�rQef slo ;.tn*lg ss stated • 0 0000.. otherwise by the underlayment material manufacturers published literature. .....0 0 • 3.6 This acceptance is for wood deck applications. Minimum deck requirements ;halt be in compliance wii6 the applicable Building Code. • .. 0000 0000 NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length -1 (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - X (ft) Tile k (ft) X (ft) Profile Batten Application Direct Deck Application Monierl-ifetile Saxony 900 0.289 0.313 • Slate, Shake & Split Shake • • • • • • Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf}••:•• •..• .. Tile 2":12" 3":12" 4":12" 51:12" 6": ; 7' -12" or : - Profile '....• '.Urpater •• Saxony Battens Direct Battens Direct Battens Direct Battens Direct Batten. pitQct BAttgns DireCto 900 Deck Deck Deck Deck • 156ck •••• Deck• Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 '1'35 6.40• 7.34• Shake & ••••• Split . 0... .. Shake 000 NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile Tile (min 15/32" (min. 19/32" Profile Slate, Shake & Split Shake ' •; 011esist3rtee plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 ; • 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1AOd Smooth or Screw Shank Nail (Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail (Eave 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw Shank Nails (Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails (Eave 31.9 31.9 . .32.2 Clip).. Table 5: Attachment Resistance Expressed as a Moment Mf eft=lbI7 ' • • • for Two Patty Adhesive Set Systems Tile . MonierLifetile Saxony 900 Slate, Shake & Split Shake • Polyfoam Pol ProTM 118.9 Tile Tile Application Foinini6m A whment •• Profile Slate, Shake & Split Shake ' •; 011esist3rtee • • 5. Tile-Tite Roof Tile Mortar • MonierLifetile Saxony 900 Adhesive 31.3 • Slate, Shake & Split Shake 1 See manufactures component approval for installation requirements. . . . "" 2 Dow Chemical TileBond Average weight per patty 13.9 grams. ' •,' ; 0000 ; • Polyfoam Product, Inc. Average weight per patty 8 grams. • Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Profile Polyfoam Pol ProTM 118.9 Polyfoarn Poi ProTm 40.4 3 Large paddy placement of 45 grams of Pol ProTM 4 Medium paddy placement of 24 grams of Pol Pro T^^ Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate, Shake & Split Shake 5. Tile-Tite Roof Tile Mortar NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR SAXONY 900 TILES (LAKE WALES FL PLANT LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 6.1 Application for building permit shall be accompanied by copies of the followinj • : • • • • . • 6.1.1 This Notice of Acceptance. .. .. . 6.1.2 Any other documents required by the Building Official or applicable buiPu*1$g code i$ oratr to properly evaluate the installation of this system. 00000 ' : : 0.00 0000:0000: 0 . 0 0000 0000 00.00 .00000 . .. 0+000 0 . . .. .. 0000 0.00.0 00000. . . . . . . . 1111. 000000 . . 0 0 000.00 00 0 .000 . 0 NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 NAIL HOLES u PROFILE DRAWINGS UNDERLOCK SAXONY 900 - SLATE 1-5/32 " (Slate) • • • : �. �AB�RLOCK ...... . .. ...... .... .... . . .... .... ..... ...... . .. ..... .. ... .... ...... . . . . ...... NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 NAIL HOLES 1-9/32 " (Shake) Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE 9!0.00 ...... 0000 0000 0000.. 0000.. ...9 0000 . .... 0 0000.. 0000 00.. 0000.. 0000.. 0000.. 0000. 0.000 0000.. .. .0009. ...... . NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 NAIL HOLES V 7 1-9/32 " (Shake) y SAXONY 900- SHAKE END OF THIS ACCEPTANCE ..•• 0000 NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke, this. acceptenea,• tf it is • determined by Miami -Dade County Product Control Section that this product or material failt J9I met thexgqu�ements • of the applicable building code. 966696 : a***:* This product is approved as described herein, and has been designed to comply with Me *Abtida Building Codl • • including the High Velocity Hurricane Zone of the Florida Building Code. 9999 9999 9999. DESCRIPTION: 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 "" • • • • • • 9999.. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, citX,•state asdc'okowing* statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • ;00 • • • • • • 66:6 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 12-0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0502.02 �'�� COMM NOA Date: 05/10/17 Approval Date: 12/12/13 Page I of 11 MIAMI-DADE COUNTY MIAM>•GA� PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke, this. acceptenea,• tf it is • determined by Miami -Dade County Product Control Section that this product or material failt J9I met thexgqu�ements • of the applicable building code. 966696 : a***:* This product is approved as described herein, and has been designed to comply with Me *Abtida Building Codl • • including the High Velocity Hurricane Zone of the Florida Building Code. 9999 9999 9999. DESCRIPTION: 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 "" • • • • • • 9999.. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, citX,•state asdc'okowing* statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • ;00 • • • • • • 66:6 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 12-0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0502.02 �'�� COMM NOA Date: 05/10/17 Approval Date: 12/12/13 Page I of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component Foam N/A Roof Tile Adhesive AH - 160 Foam Dispenser RTF 1000 ProPack® 30 & 100 TAS 101 Two component polyurethane fbMgoesive . . . 0000 0000 0000 000..• N/A Dispensing Equipment...:.. N/A Dispensing Equipment. 00 0000 0000.. PRODUCTS MANUFACTURED BY OTHERS: 000.. Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NiA whfch listimornent resistance values with the use of 2 -Component Foam. Roof Tile Adhesive AH -160 roof tile acfhesw : * O .0 . 0000 MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content .0.. Test Results ASTM D 1622 1.6 lbs./ft.' ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ft' ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 0000.. 0000.. 0000.. 0000. 0000.. 0000.. 0000.. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Alsency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 ASTM E 108 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 01/16/95 25-7438-4 Trinity Engineering 7050.02.96-1 TAS 114 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 041?RA2• P39740.02.12 TAS 101 '..' 02121/12 ...... • • TAS 123 ...�.. '..' 0.00:0 0000.. Celotex Corp. Testing Services 528454-2-1 TAS 101 • • • • • 10`ii3m 528454-9-1 "" 0000 0.00• 528454-10-1 " ""• • 520109-1 TAS 101 .. .. 12/28n18 0000.. • 520109-2 0 0 . 520109-3 . . . . 0.00•• 0000 .. 520109-6 ' '0.00•• .. . 0000 . 0 520109-7 0000 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -bade County Product Control Seal as shown below. MIAMI •RADE COUNTY 3. 3MT 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of 3M'm 2 -Component Foam Roof Tile Adhesive AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 13-0502.02 MIAMFDADE 'RUNTY 0000•� Expiration Date: 05/10/17 - Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: I. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MT111 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-4.15 0): 1.0 0000.. 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1 00 or .' ProPack® 30 & 100 dispensing equipment only. 090:00 • • • • • • • • 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanentLv."sunlight,,.:* 0 • • • • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes afte 3MTM I... • • • • • • Component Foam Roof Tile Adhesive AH -160 has been dispensed. 90:00: 0 • 00000 00.000 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty.!gJ9 shall be Vi • • accordance with the'Placement Details' herein. Each generic tile profile requires the speciiiaplacement noted 00••:0 herein. 00. • 0000.. 00 0 0000 . 0 60:0 NOA No.: 13-0502.02 MIAMI-DADE COUNTY Expiration Date: 05/10/17 ...• t Approval Date: 12/12/13 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram 0000 Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead • 0000.. Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • • •34%grams•nndaipan LABELING: -:ow 0 .. 0000.. 0000 0000 0000 0000 All 3MTM2-Component Foam Roof Tile Adhesive AH -160 containers shall comply with the StatijafgCondeio"listed herein. 00 00 000. 0000.. 0000.. BUILDING PERMIT REQUIREMENTS: .. 0000 As required by the Building Official or applicable building code in order to properly evaluate the installatim ? of this system. 0000 0000.. :00*0: 00000 0000. 0000.. 0x0000 0000.. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nail through plastic cement (when required) 10 in. x\ 2 in.wide Battens optional Paddy (Beneath Tile) Eave Closure Fascia Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 0000•• . . • 000004, 1. Starting at the eave cour9e s4p:y a mWmip 2" • • (50.8 mm) x 10" (254 mug)*x 4e' (25An1%j foam .... 0 paddy onto the underlay"fiositioned as shown. • under the pan portion of1he tft closq*lloa*:000*: overlock of the tile being te? • • • • • • • • • • 2. Continue in same manner Insure apprdf iMately 17***:* (109.7 cm2) — 23 (148.4: in� s juare inch adhesiv : • contact with the underside oflhe tile.:-**:* • .. . 0000* •••• . • .• High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 APPROVED Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) —23(148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the Overlock of the the being set. 3. Continue in same manner. Insure approxima Lely 10" (64.5 cm2) - 12 (77.4 cm2) $quare inch adhesive • • • • • • contact with the underside of fhe tile. ; • • • • • ...... . .. ...... Medium Profile/ Double PaneTile • • • •••• ••••• . . 000000 0 00 0*9*0 1. Starting at the eave course,.Vply t mini%ft.7' (50.j • • • • • mm) x 10" (254 mm) x 1" P&A mm) foam paddy . • onto the underlayment pos;ioned+as show: u4 der these** e pan portion of the tile clos(Vt tg t4e oveXOcl•C otthe . tile being set. Insure approximately 17 (1010- em) —• • 23 (148.4 cm2) square inch adhesive cofttrwith the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plastic ce (when required) Gaddy (Beneath rile) Underlayment lin. in. 2i $attensoptional Eave Course Fascia Weephole I ft. t in. Eave closure Drip edge High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. IorIsurorapproximafelj 17" (109.7 cm2) - 19 (122.6 cm�)"uare incl eadhocive contact with the underside dP fteltle. • • • • • • • • .... .... . . . .... .... ..... ...... . .. ..... .. .. .... ...... . . . . ...... •••• NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 L, 77 17771 APPR4YED ADHESIVE PLACEMENT DETAIL # 3 On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the tile Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1 " (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rjb for flat ti1i•dm;r der thg • • • • pan portion of the tile, 644 tO the up jerlpck for , • the second course tile to be.iactalled.:n9mV 0000;. approximately 8-9 int (54 9P1 cm2) of adhesive. contact with the underside of the tile. •0 0000 0000 •06• 60.06 NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 6 • •. 6• •000 •00066 (Instructions continued on next.pae) 6 .. . • . . 6 66666• :900:0 • • 6 06066• • •0•• NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. 0000•• • • • t l t Baffms i an 4:H4M. P 2.a • an tkof We 0000•• • Ewe Comm da 10 2 0000 • • DdpedW 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. 0000•• • • • 0000•• 0000•• • •• 0000•• • 0000•• • • • 00000000•• 0000 • • 0000 000• •0.00 60.0•• • •• •0000 •• •• 0000 0000•• 0000•• • • • • • • • •••••• 0000•• • • • 0000•• to • 0000 • • • •••• NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 1) Place enough adhesive to achieve 65 to 70 in contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to -I 25 sq. In. contact area. IUnderlayment (motar shown) ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) point -up Mortar on longitudinal edges of the Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly.on the *ge of • • �.�• each side of the cover til9..1*8a* appwinVtely • 3/4" (19 mm) to V (25.4*mmn from tl=e arts?de ....;. edge of the tile, inward, fine4tfoam to al4ow for • • •••••• expansion. •••• •••• •, • 0000 .... ..•.• 4. Turn cover tile over afteg faM:s appbie4W places • •' • onto pan tile course. Insure a minimum• df 20 (129 • • • • •' cm2) - 25 (161.3 cm2) sgFar&i"kh contact•area on `• each side of the cover the to the pan tale! C6tinue* • •' • in same manner. Trim afty'a* cured e,Vop ed • • • • • • foam adhesive. Pointing of longitudirW Uges of • the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 7/812014 Florida ElLdiding Code Online =Lim Is Map Links Search r�mn-"'W BCIS Home Log In User Reg istration Hot Topics $ubmitSurcharge 1Aats8,Faft Publications FBCStOff SC Site Product Approval UWW Public User Pro na mn Produ12 AiIgrayal H= > Product �u Agplicalign 52aclb > AgRh:a� > ApplOoptlen DetON FL # FL5374-R3 Application Type Revision Code Version 2010 Application Status Approved Comments Archived 0 Product Manufacturer East Coast Metals, inc: Address/Phone/Ernail 2301 West 8 Lane Hialeah, FL 33010 (305) 885-9991 saidefirto@att.net Authorized Signature Sal Delfino saldefino@att.net • Soo • *000:0 Technical Representative Tom Castellanos 9 0 Address/Phone/En-ail 2301 West 8 Lane 000000 :•so • 0*00:0 Hialeah, FL 33010 Soo :00 0 (305) 885-9991 :0600: tc ast ellarros@eastcoast- metals, com **of 0000 0000 •66•• Quality Assurance Representative Howard Callender Jr. 0 Address/Phone/Ernall 2301 West 8 Lane..00 00*0 Hialeah, FL 33010 0 (305) 885-9991 hcallender@eastcoast-nv.tals.com 0 0 0*0000 0069:• 00*0 0 Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Ro&m; System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer & Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nierrinen Evaluation Report Florida License PE -59166 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2014 Validated By John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence FL5374, R3 COI Trinity LW C1 -..N9Wftn- Referenced Standard and Year (of Standard) Standard FRSA/TRI 0732018 RAS 118 RAS 119 RAS 120 TAS 101 Equivalence of Product Standards Certified By Sections from the Code x9a 2005 1995 1995 1995 1995 https.IA4mw.ftoridaWidng.orglprlpr_Vpffl.aspxr.�pmaqrrwGEWOvADqt\tS49n7GDFXfrAzV6GMEbUyXTWjUTtW*lo3d 112 7OW14 Florida Building Code rine Product Approval Method Method 1 Option D Date Submitted 04/2612012 Date Validated 04/27/2012 Date Pending FBG Approval 05/02/2012 Date Approved 06/11/2012 . . . .... . .... . FL# Model, Number or Name 1 Description 5374.1 --l-E-as, t—C-o—ast'Me—tals Channel Metals I Prefornied metal channels designed for use as a hip & ridge base to which roof tiles are bonded. Urnks of Use InstaNation Instructions Approved for use in HVHZ-. Yes Approved for use outside "VHZ: Yes Verified Ely: Robert Nientnen PE -59166 Impact Resistant- N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Refer to ER Section 5,1 for WHZ and ER Section 5,2 for EL!i3Z4 R3 AE_er0425JZEJN&L LCM TdM Lor� FL$.,32-J:.EQj& non-HVHZ jurisdictions. i Created by Independent Third Party: Yes EE E -1-D-1 Contact Us ;. 1240 North. mgnroe Street, JAJ!ghilgsee C1 12329 Phoal; 850-487-11124 The State of Florida Is an AAJEW employer. gopyftht 2007-2013 2gte of Florida::.' EdYAR41111MCS :'. Awassibility Statement Rptund filliteMell Under Florida law, email addresses are public records. If you do not vans your e-maill address released in response to a d? not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any QueStJ*rs*0le8S6&C0n%ACt %.48 . 9 - 'Purse • Section 455,275(1), riorlda Statutes, effective October 1, 2012, limhmecs licensed under Chapter 456, F.S. must provide one 6lepartment Wit an email adtU.": they have one, The emalls provided may be used forofficial communication with the licensee. Hoveveremail addreA05 areepublic m4peo. if wu do not wish too supply a personal address, please prowde, the Department Wth an email address Y"ch Car, be made available to the public- To determine If yoo am a licensee o under. Chapter 455, F.S., please dick b=o_. * 0 0 : 0 0 0 Product Approval Accepts, 000*00 : • : • 0 WN 19 a 0*690 0 : 0 0 0 0 •:**Oo• https:lhvAw.floridabuildng.orgipripr-app-A.aspOwwGEVXQMDqNS,An7ODFXfTAz\16GMEbUY,\Tv4UThahs%3d 2f2 ERD Certificate of Authorization #9503 August 01, 2011 RE: Certification of Independence, Florida F.A.C. Rule 9N.3 To Whom It May Concern: This letter serves to document the following in accordance with Florida F.A.C. Rule 9N-3: I . Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled 4y any company manufacturing or distributing products it evaluates. :so*** ry* 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interestjialiy coio*pnp 0 manufacturing or distributing products for which the evaluation reports are beit*Wwod. 0 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any oAer*4ndty invMbtlo in the approval process of the product 0000 0000 Please contact our office with any questions. Sincerely, Robert Nieminen, P.E. Florida Reg. No. 59166 Vice President Email: robertnieminen@trinityerd.com EXTERIOR RESEARCH & DESIGN, LLC. d/b/s TrinitylERO - Certificate of Authorization #9503 MAIN- 80 Yealar Wsy• t 1 gulta 200- Soattle, WA 98104 - P. (206) 467-0054 - F. (206) 461-5840 EAST., 353 Christian rest Unit 3 . Oxford, CT 06418 - P: (203) 262-9245 . F. (203) 262-9243 0000.. % a *..00000000 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 ERR OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT East Coast Metals, Inc, Evaluation Report E10240.08.08 -R3 2301 West 8 lane FL5374-113 Hialeah, FL 33010 Date of issuances: 09/03/2008 Revision 3.04/25/2012 Scope: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products describedherein have been designed to comply with the 2010 Florida Building Code. DESCRIPTION: East Coast Metals Channel Metals 0000.. LABELING: Each unit shall bear labeling in accordance with the requirements the,r�gcreditk Quality • • • • • • Assurance Agency noted herein: •• •• •• CONTINUED ComPLxANcE: This Evaluation Report is valid until such time as t;A*: A•med j)rotifict(s) • • • • • • changes, the referenced Quality Assurance documentation changes, or provi3M%*8f the Coale that ;0000; relate to the product change. Acceptance of this Evaluation Report by the nar!iWdlent cdA;Mtutes • • agreement to notify Robert Nieminen, P.E. if the product changes or th4•Nference8•tji.lality •• ••• Assurance documentation changes. TrinitylERD requires a complete revievie d•.r. this rualbation •0000 Report relative to updated Code requirements with each Code Cycle, • ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitplERC.. 0000 0000.. €valuated; may, .000.0 be displayed in advertising literature. If' any portion of the Evaluation Report is display n it . 0 shall be done in its entirety.• • • :0090: • •• • 0000 INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to ttw:user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages I through 7. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nierninen, RE. on 04/25/2012 This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmuted to the Product Approval Administrator and to the named Client COMFICATION OF 11IMPENOENCE. L TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products it evaluates. 2. TrinitylERD is not owned; operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product, NTY f RD ROOFINQ COMPONENT EvAwAnom Product Category: Roofing Sub -Category. Roofing Accessories that are an integral Part of the Roofing System Compliance Statement: East Coast Metals Channel Metals, as produced by East Coast Metals, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Sudan 1523.6.5.2.2 3. REFERENCES: iEntft Florida TEC (TST7393) PRI(TST5878) PRI(TST5878) PRI(TST5878) PPI (TST5878) PRI(TST5878) PRI(TST5878) PRI(TST5878) Florida Building Code Florida Building Code - HVHZ East Coast Metals Architectural Testing (QUA1844) 4. PRODUCT DESCRIPTION: P "�fLg:CSt Static Uplift Resistance Examination TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 Attachment Requirements Attachment Requirements Metal Quality Quality Control 4.1 Nip & Ridge Channel )Metal: Pre -formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof the adhesive. Hip & Ridge Channel Metal is available in 119- 3/8 -Inch (± 3/8 -inch) length by 2.5, 3, 3.5, 4, 5, 6 or 7 -inch (± 3/8 -inch) heights with 1.5 - inch (± 1%16 -inch) deck -flanges. StanAard +ear TAS 101 1995 mace DAM S10-6288 10/27/2010 ECM -001-02-01 09/21/2001 ECM -003-02-01 06/13/J 008 • ECM -004-02-01 • 06/13/000 •• ECM -005-02-01 • • 606/13/2008 ECM -006-02-01 " 06/13098' • ECM -007-02-01 ... :..96/1372009 EGM -008-02-01 06/13/2009 FRSA/TRI 07320/8-06 • •' •08/209 * * • RAS 118, 119 and 120900 20' •' 1995 0000 0• 0 •0 Mill Certifications000• ••Various • • Participation Letter Exp. 12,13'172014 0000•• . • • • • 0000•• • • 0 0000• • •0•• ,+ •••• Exterior Research and Design, LLC. Evaluation Report, E10240.08.08 -R3 Certtfk&te ofAuthawlaa+t on #9503 FL5374-R3 Revision 3: 04/25/7012 Page 2 of 7 00..00 0000•• 0000• 0000• 0000•• • 0000•• 0000•• 4.2 Trim Lock Channel Metal: Pre -formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in, FBC Approved roof tile adhesive. Trim Lock Channel Metal is characterized by its profiled and perforated upper horizontal Range designed to receive and allow for Interlock with the overlying the adhesive. Trim Lock Channel Metal Is available in 119- 3/8 -Inch (± 3/8") length by 3, 15, 4, 5 or 6 - Inch (_+ 3/8 -inch) heights with 1.5 -inch 1/16 -Inch) deck -flanges. 4.2 Trim Lock Plus Channel Metal: Pre -formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. Trim Lock Plus Channel Metal is characterized by Its profiled and perforated upper horizontal flange designed to receive and allow for interlock with the overlying the adhesive and its perforated deck flanges, designed for installation atop the roof underlayment via placement in Polyset AH160 adhesive, which flows -through and interlocks with the underlying adhesive. Trim Lock Plus Channel Metal is available in 119 -3/8 -inch (+ 3/8") length by 3, 3.5, 4, 5 or 6 -Inch (± 3/8 -inch) heights with 1.5 -inch 1/16 -inch) deck -flanges. f NTY ERD • A 4.4 East Coast Metals Channel Metals are fabricated of the following metals: > Galvanized Steel: Min. 0.019 ± 0.002 -inch, ASTM A653 (G-90), min. 33 KSL Galvalume Steel: Min. 0.019 ± 0.002 -inch, ASTM A792, AZ55, min. 35 KSI. > Aluminum: Min. 0.032 ± 0.002 -inch, ASTM 8209, 3003-1-114, min. 21 KSI. > Stainless Steel: Min, 0.019 + 0.002 -inch, ASTM A240/A480, T304, min. 35 KS1. •000.0 0 *000:0 :0* 00 00 • Exterior Research and Design, LLC. Evaluation Report E10240.08.08 -R3 Certifkaft of AuMorfk*don "SO3 FL5374-R3 Revision 3:04/28/2012 Page 3 of 7 'J TPWJTYERD • • . a VA; k _ 11 ... • i 5.1.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3, For Trim Lock Plus Channel Metal, refer to the installation instructions herein. 5.1.2 For HVHZ jurisdictions, installations are limited to projects having a required moment resistance (Mr) or uplift resistance (Fr)' not greater than the following values. > "Interdependent" paddy placement means each individual the is bonded to the Channel Metal in a foam paddy, and a second foam paddy bonds the the head lap, or two tiles are bonded to the Channel Metal using a single foam paddy. Y "Independent"paddy placement means each individual the is bonded to the Trim Lock in its own, single foam paddy; the head taps are not bonded. Table 1A: Performance limitations - HVHZ: Foam-Padly Placement Faarrt Paddyinformation Moment Uplift Channel Tile Type Foam Approx. Approx. Wt Based Based Type Adhesive P cement Mf (ft-ibf) Size (1!t) (yams) V Qbfl Polypro 2 x 4 9.7 Tile -to -metal, 3" from the head 104 73 4 x Z 9.7 Tile -to -tile at 3" the headlap AH160 Trim lock Concrete Polyset 2 x 4 6.0Tile-to-metal, 3" f om the head 71 • '101 ONE 4 x 1 4.7 Tile -to -tile at 3" tile headlap • Channel Metal PolyPro 2 x 4 9.7 Tile -to -metal, 3" from tie head • • • 116 AH160 4x2 9.7' Tile -to -tie at 3" tie headla • • • • Clay Polyset 2 x 4 6.0 Tile -to -metal, 3" from the head • 06* • • 66 . • 88 ONE 4 x.1 4.7 Tile -to -tile at 3" the headlap • • • • • • Table 16: Performance Umitations - HVHZ. Paddy Placemen? • Foam Pad Information Moment tlpllft Channel Tile Type Foam : Based! IBesed Approx. Approx. wt • Type Adhesive Sloe inch ams Placement. • • %(ft4bff • IF (ibf) Hip & Ridge Vile -to -metal, shared paddy starting:4 • • • • • • Channel Concrete PolyPro AH160and 2 x 8 Min. 30 Inch below the head of the 1 course ending 4 -inch beyond the tail o*he • 227 � • ...16g Metal overlapping the . • • 906 2 x 7 Min. 38 Tile -to -metal, centered aIons tile length 140004 • 199 One 2x7 paddy or continuous 2 -inch Concrete PolyPro Two at Min. 15 wide bead to metal, one 2x7 paddy to 148 AH160 Min 2 x 7 each tile underside, centered along the length 138 Trim Lock sandwiched to they Channel 2 x 7 Min. 38 Tile -to -metal, centered aloe the length 230 307 Metal One 2x7 paddy or continuous 2 -inch Clay PolyPro AH160 Two at Min. 15 wide bead to metal, one 2x7 paddy to 159 182 Min 2 x 7 each the underside, centered along file length sandwiched to ether One 2x7 paddy or continuous 2 -inch Concrete PolyPro Two at Min, 15 wide bead to metal, one 2x7 paddy to 138 148 Trim Lock AH160 Min -2 x 7 each the underside, centered Wong file length Plus Sandwiched together One 2x7 paddy or continuous 2 -inch Channel Metal ClayPolyPro Two at Min, 15 wide bead to metal, one 2x7 paddy to 159 181 AH160 Min 2 x 7 each the underside, centered along file lenge sandwiched tolether ' Determined in accordance with RAS 127 or ASCE 7-10 per F8C 1609.5.3 and 1609.1.5 for Zones 3 and 3. Exterior Research and Design, I.I.C. Evaluation Resp+nrt E10240.08.08 -R3 Gerfflkste ofAarhodkedon #9503 RL5374-R3 Revision 3: 04/25/2012 Page 4 of 7 T 0000• • • • 0000• • 0000• • 0000 0000• • • • 000.0 • 0000• • ERD 5.2 FOR NON-MYNZ JtlRZSDiNS 5.2.1 For Hip & Ridge ,Channel Metal or Trim lock Channel Metal, refer to -Instructions for Hip and Ridge Attachment" sections of the FRSA/T'RI 07320/8-05, For Trim Lock Pius Channel Metal, refer to the installation instructions herein 5.2,2 For non-HVHZ, installations are limited to projects having hip/ridge design pressure requirementS2 not greater than the following values. Refer to the the adhesive manufacturer's published installation instructions for Adhesive Paddy Placement details. "Interdependent" paddy placement means each individual file is bonded to the Channel Metal in a foam paddy, and a second foam paddy bonds the the head lap, or two files are bonded to the Channel Metal using a single foam paddy, ► `Independent" paddy placement means each individual the is bonded to the Channel Metal in its own, single foam paddy, tile head laps are not bonded. Table 2A: Performance Umltations _ no"VHZ - Maximum Design Pr'eswm (psf) {1;50• • • • Limitations — non-HVHZ - Maximum Design Pressure — (P.50* Table 28: performance • • • • • Fiaddy Placement • &^rma[ron FoaZ MDP Channel Tile Type Foam Pad Information • • • Apprax. Approx. Wt pi Bement (ps ) �f� Type Channel Adhesive Size {inch yarns) • • ice} Type PolyPro 2 x 4 9.7 Tile-" from the head 103 �s�• 4 x 2 9.7 Tile-" the headla • PolyPro AH160 Min. 30 Tile -to -metal, shared paddy head of the 1� course and ending 4 -inch beyond the • • • • 269 Concrete Polyset • • • 2 x A 6.0 Tile -to -metal, 3" from tile head 1Qti • • • • • 4 x 1 4.7 Tile -to -tile at 3" tie headlap • • • • Trim Lack Metal ONE • • : Channel Tile -to -metal, centered along the length PolyPro 2 x 4 9.7 Tile -to -meta#, 3" from tide head • • • • • • • • 140 • • • • • 4 x 2 9.7 Tile -to -tile at 3" file headla 000000 Metal AH160 0 • 0000•• AH160 Clay • • Polyset 2 x 4 6.0 Tile -to -metal, 3" from the head 00010 • • 125 4 x 1 4.7 Tile -to -tile at tie headla 0000, Min 2 x 7 ONE • • • • • • • • {1;50• • • • Limitations — non-HVHZ - Maximum Design Pressure — (P.50* Table 28: performance • • • • • Fiaddy Placement • Foam Pad Information • • • VDP Approx. �f� • • Placement •inch Channel Tile Type Foam Adhesive • • ice} Type Size {inc#r) • • • starting 4 below the �s�• Hip & Ridge PolyPro Z 8 Min. 30 Tile -to -metal, shared paddy head of the 1� course and ending 4 -inch beyond the • • • • 269 Channel Concrete AH160 x tail of the overlapping tie Metal 2 x 7 Min. 38 Tile -to -metal, centered along the length 197 One 2x7 paddy or continuous 2 -inch wide bead to PolyPro Concrete AH160 Two at Min, 15 metal, one 2x7 paddy to underside, centered along 140 Trim Lock Min 2 x 7 each file length sandwiched together Channel 20 7 Min. 38 Tile -to -metal, centered along tite length 368 Metal PolyPro One 2x7 paddy or continuous 2 -inch wide mead to Clay AH160 Two at Min. 15 metal, one 20 paddy to tie underside, centered along 181 Min 2 x 7 each file length sandwiched together One 2x7 paddy or continuous 24nch wide bead to PolyPro Two at Min. 15 metal, one 2x7 paddy to the underside, centered along 140 Trim Lack Concrete AH160 Min 2 x 7 each tile the length sandwiched together One 2x7 paddy continuous 2 -inch wide bead to Channel PolyPro Two Min. 15 metal, one 2x7 paddy to the underside, centered along 181 Metal Clay AH160 Mtn 2 x 7 each tile length sandwiched together 2 Determined in accordance with FBC 1609.1.5. Exterior Re+seart and t3asign CLC. Evaluation Report E10240.08.08 -R3 FL 5374-R3 Certtrfcate ofAuthortzattar #9503 Revision 3: p4/25/2012 Page 5 of 7 0000• 0000•• • • • 0000•• • • 0000•• • • Ll 6. INSTALLATION: 6.1 The roof deck shall be minimum 15/32 -inch plywood (non-MVHZ) or minimum 19/32 -inch plywood (HVH ) attached in accordance with FBC Chapter 23 to the satisfaction of the AH3. 6.2 Hip & Ridge Channel Metal and Trim Lock Channel Metal shall be installed using min. 11 ga. x 1W -inch long x 3/8 -inch head diameter galvanized annular ring shank nails spaced 6 -inch o,c, along both deck -flanges.. Fasteners shall be positioned *-Inch from the outside edge of each deck -flange, set in a bed plastic roof cement. For FBC HVHZ, refer to FBC RAS 118, Drawing 13, Detail 3, RAS 119, Drawing 12, Detail 3 or RAS 120, Drawing 15, Detail 3. 6.3 Trim Lock Pius Channel Metal shall be installed atop the Approved roof underiayment in continuous 2 -inch wide ribbons of Polyset AH160 centered beneath each 1.5 -inch wide deck flange, approximately 16 grams/ft. Place the Trim Lock Pius Channel Metal into the wet adhesive and allow to set prior to installation of roof tiles. • • 0000 0000 0000 • 0000•• 0000 View of Polyset AN 160 Placement for Trim Lock Plus Channel Metal Installation 6.3.1 It is critical that the bond between the Trim Lock Plus Channel Metal, the Polyset AH160 and the underlayment Is not disturbed prior to or during placement of the ridge tiles, 6.3.2 Approved underlayments are the codified `30/90' system or other FBC Approved roof underiayments listing approved use of Polyset AH160, Exterior Research and Design, LLC. Certfficaft ofAuthortzatlon ,#9503 Evaluation Report E10240.08.08 -R3 FL5374-R3 Revision 3: 04125/2012 Page 6of7 00.00• • • 0000•• 0000• • 0000• 0600•• • • • 0000•• 0000•• TRNTY 6.4 Tile shall be installed atop the Channel Metal in accordance with the tile adhesive manufacturer's Approved, published Installation Instructions, subject to the limitations outlined In Section 5 herein, When using Polyfoam Products' tile adhesive, the hip/ridge tile installation shall result In minimum 30 square Inches of contact area on the underside of the tile, as measured 3 -inch down from the head of the tile to the the overiap. The exposed edges shall be packed and pointed with Approved mortar or weather blocking adhesive in accordance with FRSA/TRI 07320/8-05 or RAS 118, RAS 119, RAS 120 requirements. Hip / Ridge Tile Tile Adhesive Trim Lock Plus Mortar or W"gr.Block, AdVsive * 0*00*0 *:0 * •• 0 0 0 : 00*0 0 000 0000 0 *0000* 0* * Gee* %WyOt A H N 0 0 0 0 00 *0 0000 MW View of Trim Lock Plus Channel Metal installation after Weathep 46 6.4.1 Channel Metal shall be free of dust, debris, oils or other bond-breaWng qubstan&?�iW to placement of adhesive. :• 000 0000 7. BUILDING PERmiT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to property evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 9N-3 QA requirerneriM 9. QUALITY ASSURANCE ENTITY: Architectural Testing, Inc. - QUA1844 (717) 764-7700 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report E10240 -08.08-R3 Cerdflcate of AmMork0lon "SO3 FL5374-R3 Revision 3: 04/25/2012 Page 7 of 7 9 0 :9600: 00*00 Go:** * ***000 0 • •